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01 February 2019, Volume 36 Issue 2
    

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    SPECIAL CONTRIBUTION
  • WU Ai-qing
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 1-7. https://doi.org/10.11988/ckyyb.20181131
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Some key technologies of applying the key block theory in engineering practice are presented to address the stability issue of complex rock blocks involved in the construction of ship lock slope and underground power house of the Three Gorges Project (TGP). Such technologies include the calculation of block volume with any shape, the geometric configuration of a particular type of concave block, and the calculation of water pressure under the general distribution loading condition. By applying these methods to the rock stability analysis and reinforcement evaluation in the shiplock slopes and the underground powerhouse of TGP, key blocks can be identified under the condition of cutting of complex rock mass geological discontinuities, and the stability of key blocks under various load combinations can be evaluated. Applications to the geometric configuration and stability analysis of hundreds of blocks in the construction period of the ship lock slope excavation of TGP demonstrate that the results of stability analysis are roughly consistent with the actual characteristics of exposed blocks and their stability state on site. In conclusion, the methods of rock mass stability analysis based on key block theory proposed in this paper are of good pertinence and practicability, and offer theoretical basis for the rock stability analysis of other projects.
  • RIVER LAKE SEDIMENTATION AND REGULATION
  • LI Zhi-wei, FU Wei, HU Xu-yue, HUANG Cao, ZHONG Yi-dan
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 8-12. https://doi.org/10.11988/ckyyb.20170861
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    In view of the severe situation of sand excavation in Jingjiang River reach (middle of the Yangtze River) and Dongting Lake’s river network, we estimate the annual sand excavation quantity of Jingjiang River reach and Dongting Lake’s river network(mainstream of Xiangjiang River, Zijiang River, Yuanjiang River, and Lishui River) using three methods, namely, volumetric formula, conversion of cement production, and sand mining ships based on remote sensing images in this region. We also analyzed the errors of these three methods as well. Results demonstrate that the annual quantity of sand excavation in the Jingjiang River reach is around (2.6-3.0)×107 t in 2015 with slight changes in the last five years; the annual quantity of sand excavation in the Dongting Lake’s river network is around 1.3×108 t in 2015 with slight changes in the last three years. The estimation above is of importance to the evaluation and management of sand excavation in Jingjiang River reach and Dongting Lake region.
  • LI Yi-wen, XIA Jun-qiang, DENG Shan-shan, ZHOU Mei-rong
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 13-19. https://doi.org/10.11988/ckyyb.20170892
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    Over the past five decades, the Shashi reach has undergone significant channel evolution due to the artificial cut-off and the operation of the Three Gorges Project (TGP). According to the measured hydrological and topographic data in the past five decades, the variations in reach-scale amplitude of thalweg shifting and bankfull dimensions are calculated in order to quantify the adjustments in channel planform and cross-sectional profiles in the Shashi reach.Results show that: (1) after the artificial cut-off project in the lower Jingjiang River, the mean amplitude of thalweg shifting at reach-scale was 30.8 m/a in 1966-1987, indicating a drastic adjustment in river regime; in 1987-2002,the thalweg was relatively stable, with the mean shifting amplitude reducing to 19 m/a; afterwards, the mean shifting amplitude increased to 32.6 m/a in 2003-2015 owing to the operation of the TGP. (2) Bed deformation was remarkable at some typical sections of Taipingkou point bar and Jincheng island before the operation of TGP, but became relatively insignificant after the TGP. However, obvious bed deformation continuously occurred at the typical sections of Sanba central bar. (3) After the TGP operation, bankfull channel adjustment in the Shashi reach was mainly represented by increases in bankfull depth and cross-sectional area, with an insignificant increase in bankfull width. In addition, power function relationship was established between the reach-scale bankfull dimensions and the five-year average fluvial erosion intensity during flood seasons, which can be used to reflect the adjustments in reach-scale bankfull dimensions.
  • WATER RESOURCES AND ENVIRONMENT
  • HUANG Xian-feng, ZHONG Jing-wei, FANG Guo-hua, JIA Yong-le, DAI Ling-hui
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 20-26. https://doi.org/10.11988/ckyyb.20170940
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    In view of the ecological restoration problem of dehydrated river reaches in the downstream of diversion-type hydropower station in medium and small watersheds, five methods of calculating ecological flow are summarized. A model which couples Matter Element(ME) Analysis and Tennant method to evaluate river ecological flow process is proposed. Liujiaping Hydropower Station in Hunan Province is taken as a case study. The proposed ME-Tennant model is adopted to evaluate the ecological flow process calculated by different methods. The minimum ecological flow process is determined by the NGPRP (Northern Great Plains Resource Program) method and the dynamic calculation method, while the appropriate ecological flow process is determined by the monthly frequency method with two different guarantee rates. Both results are in accordance with the hydrological ecological characteristics of the watershed. The study intends to provide a new idea for determining the ecological flow process, and offer reference for the ecological restoration of dehydrated river reaches.
  • WATERSOIL CONSERVATION AND ECOCONSTRUCTION
  • CHENG Dong-bing, ZHAO Yuan-ling, ZHANG Ping-cang, ZHAO Jian
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 27-32. https://doi.org/10.11988/ckyyb.20170984
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    Study on risk assessment of collapse gully erosion, a special type of soil erosion in South China, is rare. The feasibility of assessing the risk of collapse gully erosion in regional scale is explored in this paper with Jiangxi Province as study area. Risk assessment indexes are selected through relevant factor analysis, and the occurrence risk of collapse gully is calculated by bivariate statistical analysis of entropy information value, and the hazardous risk of collapse gully is estimated by using expert scoring method. By superposing the occurrence risk and the hazardous risk, the risk of collapsing gully erosion is obtained. Results unveil that the occurrence risk of collapse gully is higher in the south and west of Jiangxi Province, but relatively low in the eastern, northern and central part of the province. The hazardous risk of collapse gully in Jiangxi Province is low in general, but is relatively high in the central part yet in fragmented distribution. Superposing occurrence risk and hazardous risk reveals that medium risk takes up a major portion of collapse gully erosion in Jiangxi Province, which accounts for more than 63% of the total area of the province; high risk and above-high risk mainly distributes in the central part stretching in the direction from northeast to southwest of the province.
  • ZHONG Ren-lin,ZHANG Ping-cang
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 33-38. https://doi.org/10.11988/ckyyb.20170843
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    Hilly red soil region in south China is a region with the most severe water and soil loss in China. Severe soil erosion will lead to soil degradation and will also affect the sustainable development of agricultural production. Studying the erosion law of red soil slope is of great significance for the prevention and control of water loss and soil erosion in hilly red soil region in south China. The features of runoff and sediment yield on red soil slope were studied in this research through artificial rainfall and scouring test. Slope gradient was designed as 5°, 10°, 15°, and 20°, and rainfall intensity at four levels, namely, 0.8 mm/min, 1.2 mm/min, 2.1 mm/min, and 2.6 mm/min, and the corresponding scouring discharge 1.4 L/min, 3.0 L/min, 5.7 L/min, and 7.0 L/min, respectively. Research results are concluded as follows: 1) Under both artificial rainfall and scouring conditions, the initial runoff yield duration of red soil slope declined with the increase of slope gradient and scouring discharge, and such decline was the most remarkable on slope of 5° gradient in the presence of 0.8 mm/min rainfall intensity (1.4 L/min scouring flow rate). On slope of small gradient (5° and 10°), initial runoff yield in artificial rainfall test came earlier than in scouring test. 2) Under both test conditions, runoff stabilized within 15-20 min; sediment load stabilized in 10-15 min under artificial rainfall and 15-20 min under scouring. 3) The total volume of runoff and sediment yield on red soil slope increased with the rise of rainfall intensity and scouring discharge, and such increase was particularly apparent on slopes of small gradient in the presence of small rainfall intensity and scouring discharge. The total volume of runoff in artificial rainfall test was larger than that in scouring test; on the contrary, the total sediment yield in artificial rainfall test was smaller than that in scouring test under small rainfall intensity and scouring discharge, but became larger with the rise of rainfall intensity. 4) In addition, attentions should be paid to the prevention of soil and water loss on slopes of 5° gradient as the total runoff and sediment yield on 5° slope gradient changed more dramatically than on other gradients despite rainfall intensity and scouring discharge. The research results are conducive to understanding red soil erosion and offer data support for the treatment of red soil erosion in south China.
  • ENGINEERING SAFETY AND DISASTER PREVENTION
  • ZHAO Hai-chao, SU Huai-zhi, LI Jia-tian, LIU Chong
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 39-45. https://doi.org/10.11988/ckyyb.20170932
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    Current evaluation methods for the safety situation of sluice are susceptible to subjectivity, and by most of them the interactions between certainty factors and uncertainty factors are hard to be fully considered. On the basis of constructing a multi-level evaluation index system of sluice safety, the connection number and set pair trend in the theory of set pair analysis are introduced into the safety evaluation. Through combinatorial weighting of subjective and objective indicators, the safety situation and development trend of sluice operation can be evaluated in qualitative and quantitative senses. A practical case study verifies the feasibility and effectiveness of the proposed method.
  • WANG Jia-zhu, REN Guang-ming, GE Hua
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 46-51. https://doi.org/10.11988/ckyyb.20171017
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    The secondary geological disasters induced by densely-developed landslides in the upstream of Jinsha River have severely threatened people’s livelihood and property security and the construction of reservoirs in the drainage basin. At present, however, river-blocking landslides in the Jinsha River basin, in particular, the mechanism of river blocking is rarely reported. In this paper, the development characteristics and river-blocking mechanism of a mega-landslide in the upstream of Jinsha River are investigated via drilling exploration and numerical simulation based on in-situ geological survey. Study results show that the bedrock landslide was developed on consequent and steep slope dominated by mica-quartz schist. With a total volume of 60 million m3, the landslide had blocked the Jinsha River severely, displaying an evident chair shape. The river-blocking mechanism is summarized as follows: high-speed sliding of bedding slope → collision and accumulation of front edge → pushing by the trailing edge → consolidation until damming → complete blocking of the river.
  • LI Hui, ZHANG Xu-hu, ZHAO Liang, ZHU Xiao-long, LI Kun-zheng
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 52-57. https://doi.org/10.11988/ckyyb.20170879
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    The influential factors of ground surface subsidence in Donggugang, Hebei Plain, are examined systematically through engineering geological, hydrogeological and environmental geological explorations via technical approaches such as geophysical prospecting, drilling, and leveling, together with follow-up surveys on the status and harm of land subsidence. The results are concluded as follows: (1) Located in the Quaternary change belt of ancient stream channels, the study area is of weak compressive strength and large collapsibility with loose materials. The ancient stream channel and flood plain are prone to dislocated ruptures due to the effects of the saturated dead weight of sand layer, the infiltration of groundwater, and the difference of pore water pressure. (2) The external factor, and also, the driving force, of ground subsidence in the study area is the decline of shallow groundwater level; sedimentary difference is the internal factor which provides the material basis for uneven settlement; secondary factors include deep groundwater changes, geological tectonic activity, and artificial backfilling ponds, pools and etc. The research findings would offer theoretical basis for the study and prevention of ground subsidence in the Hebei plain.
  • HYDRAULICS
  • XU Bo, GAO Chen, XIA Hui, LU Wei-gang
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 58-62. https://doi.org/10.11988/ckyyb.20170909
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    The flow field in the forebay of sluice-pump station combination project is simulated via computational fluid dynamics (CFD) to investigate the influences of geometric parameters of perforated diversion pier, including pier length, orifice width, distance between the center of adjacent two orifices, and the height of the opening, on the flow pattern in the forebay. Results suggest that an appropriate length of the diversion pier could improve the flow pattern at the inlet of the pumping station. At a preferred length together with the following conditions (length of diversion pier: 8.62D (D represents the diameter of water pump impleller); orifice width: 1.55D; distance between the center of adjacent two orifices: 2.16D; height of opening: 0.66h (h stands for the water depth of the forebay)), the flow pattern in the forebay is improved better than that under other geometrical parameters, the flow velocity distribution at the inlet is more uniform, and the whirlpool combined effect function becomes lower. CFD calculation results are in agreement with model test results, hence could offer reference for selecting proper diversion pier for sluice-pump station project.
  • ROCK SOIL ENGINEERING
  • YANG Jing-xi, HUANG Shu-ling, LIU Zhong-xu
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 63-70. https://doi.org/10.11988/ckyyb.20180930
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    The ratio of rock strength to geostress is a very important indicator of surrounding rock stability. Studying the relationship between the failure and strength-to-stress ratio of surrounding rock so as to reveal their characteristic connections is of great significance for the control of surrounding rock stability of large-scale underground hard rock cavern group. With the large-scale underground hard rock caverns of Jinping hydropower plant stage-I and Houziyan hydropower plant as case study, we established the relationship between failure of surrounding rock under high geo-stress condition and strength-to-stress ratio. Firstly the engineering geological conditions, inclusive of lithology, rock strength, and initial geostress, are summarized, and the types, quantities, and locations of failures during cavern group construction are statistically analyzed; then the surrounding rocks of underground caverns are partitioned according to strength-to-stress ratio. Moreover, in the light of the surrounding rock failure characteristics, the applicability of geostress grading standard modified based on the strength-to-stress ratio is verified, and the variation law of stress-induced failure of surrounding rock with strength-to-stress ratio is revealed. The research findings are conducive for the prediction of failure type of surrounding rocks of large-scale underground hard rock cavern group, and offer reference for targeted stability control measures.
  • FENG Wei, DENG Rong-gui, WANG Tuo, CHEN Ba-jin
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 71-76. https://doi.org/10.11988/ckyyb.20170645
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    In an attempt to investigate the energy variation properties of gneiss under different initial fracture states, uniaxial and triaxial tests were designed and conducted on rock specimens from a tunnel project. By analyzing the stress-strain curves of test specimens, the evolution of energy with strain was obtained. Results show that in-situ stress environment has great influence on the properties of rock specimens. The energy evolution rule of gneiss can be divided into three stages in triaxial test: secondary steady growth stage, stable fracture stage, and accelerated fracture stage. Gneiss of high damage degree is of weak ability to restore elastic energy.The expansion of gneiss is more obvious and fracture occurs at more positions. Fractured compacted rock stores higher proportion of elastic energy, with more apparent brittle failure. If the practical energy release rate is higher than theoretical elastic energy release rate under confining pressure unloading, damage will be produced to weaken the strength of rock.This study enriches the cognition of energy evolution of damaged rock mass and provides a new idea for the construction in gneiss engineering.
  • ZHANG Ting, WEN Yong, DU Xiu-zhong,SUN Chang-li,WANG Yan-li,PAN Jia-jun
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 77-80. https://doi.org/10.11988/ckyyb.20171038
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    The shear strength characteristics of earth-rock material from river dredging obtained from different test methods are examined via large-scale indoor triaxial shear test and direct shear test. The earth-rock material from river dredging in the harnessing project of a small and medium-sized river in Shaoguan, Guangdong Province is taken as a case study. The results of large-scale triaxial shear test show that the shear strength of the earth-rock material from river dredging increases with the rising of strain and confining pressure, displaying weak hardening with no obvious peak strength. The results of large-scale direct shear test show that peak strength of the earth-rock material from river dredging exists under different vertical pressures, characterized by a weak strain softening. Comparison of shear strength parameters among different test methods implies that the shear strength parameters obtained from large-scale triaxial shear test is the largest, followed by those of conventional direct shear test and piled ring shear test in sequence. The research results prove that the earth-rock material from river dredging is of good shear strength, hence can be used as good embankment material after anti-seepage treatment.
  • ZHANG Yu-chuan, YAO Yong-guo,PAN Zeng-zhi,ZHU Ke-wen,GAO Fei,YANG Qin
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 81-86. https://doi.org/10.11988/ckyyb.20170832
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    The buoyancy characteristics of underground structures on sandstone foundation are studied for antifloating design and the seepage laws of groundwater are analyzed by indoor model tests and field monitoring tests. Results show that since sandstone is impervious, seepage condition, seepage pressure, and seepage time could all affect the buoyancy acting on sandstone structure, among which seepage condition has the largest impact. The influence of seepage pressure and seepage time on buoyancy changes with the variation of seepage condition. The buoyancy of underground structure on sandstone foundation can be reduced safely, and the reduction coefficient depends on the contact between basement and ground. The reduction coefficients in three contact conditions (simple contact, contact with sealing treatment in the peripheral and fractures inside the sandstone, and contact with sealing treatment in the peripheral and no fracture inside the sandstone) are 0.82-0.91, 0.63-0.73, 0.31-0.50, respectively. It is recommended to ease the antifloating requirements and adopt impermeable materials surrounding underground to alter seepage path and enhance reduction effect during foundation backfill.
  • ANG Fu-lin,YANG Shi-jiao,SU Shuai,ZHANG Zhi-hao
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 87-90. https://doi.org/10.11988/ckyyb.20170727
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    With the full tailings of an ore as research object, the rheological parameters of the filling slurry with different concentrations and cement-sand ratios were measured by MCR52 rheometer, and the extensibility of slurry was also measured. Mass concentration of slurry has a largest impact on the rheological properties of slurry, followed by cement-sand ratio. At given mass concentration, the yield stress and average viscosity of slurry both declined whereas extensibility increased with the reduction of cementitious material content. At given cement-sand ratio, the yield stress and average viscosity enhanced whereas extensibility weakened with the increase of mass concentration. With the filling slurry concentration increasing from 76% to 78%, the yield stress and the average viscosity surged by two to three times and the extensibility abated sharply, which suggest that filling slurry of low concentration is of better fluidity. The filling slurry of full tailings has obvious characteristics of “shear thinning”. The fluidity of slurry can be directly characterized by extensibility.
  • WANG Ye, WANG Jian-lei, LU Yang,LIANG Yan
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 91-96. https://doi.org/10.11988/ckyyb.20170693
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    The expansive soil canal in the Middle Route of South-to-North Water Transfer Project is easily subjected to the effect of freeze-thaw cycles. In order to investigate the influence of freeze-thaw cycles on soil-water characteristics of expansive soil, we measured the total suction and matric suction of Nanyang expansive soil subjected to different freeze-thaw cycles using the filter paper method, and fitted the relationship between matric suction, total suction and water content with Van Genuchten model and power function model, respectively. Results show that as the freeze-thaw cycle proceeds, the soil and water characteristic curves (SWCCs) of the matric suction and total suction shifted to the lower left side, with the air entry value and water holding capacity both declining. The osmotic suction decreased gradually with the increase of water content, but the osmotic suction at different freeze-thaw cycles did not vary significantly. Finally, the fitting models used in the paper are of high correlation coefficients and simple forms, and the parameters of the models tend to be stable as the number of freeze-thaw cycles increases.
  • CEN Wei-jun, LUO Jia-rui, DU Xu-huang, HE Hao-nan, GENG Li-yan
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 97-100. https://doi.org/10.11988/ckyyb.20170790
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    In the light of the similarity of governing equation and boundary condition between electric field and seepage field, the potential distribution on the surface of defective impermeable geomembrane was simulated via finite element approach. The anomaly potential distributions in the vicinity of defect were obtained to determine the location of defect. In addition, sensitivity analysis of the buried position of electrode, excitation voltage, and dipole spacing were taken into account. The computed results demonstrate that the defect in the geomembrane can be accurately located by using pole-dipole electrical survey methods. The detection of defect is more effective for a closer distance between the defect and the electrode; the detection efficiency can be increased when the detective line is along the center line of defect. The results also show that the dipole spacing of 5%-10% of the length of survey line is appropriate for detecting the defect in geomembrane. The calculated results are of theoretical guiding significance for the application of pole-dipole electrical survey methods to the detection of geomembrane defect.
  • ZHENG Zhi-xiang, LIU Cheng-yu
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 101-105. https://doi.org/10.11988/ckyyb.20170721
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    In current researches, p-y curve is widely used to study the deformation properties of lateral thrust piles when surrounding soils are unexcavated, but is rarely applied to calculate the deformation of the ditch enclosure structure of deep foundation. With the nonlinear displacement of soil into consideration, the method of p-y curve is in accordance with the actual state of the inner soil which is compacted by the foundation ditch enclosure structure. In view of this, the displacement of the ditch enclosure structure of a practical engineering project was calculated by using p-y curve method, and was compared with measured result and the calculation result of the incremental analysis method for beam on elastic foundation to verify its rationality and superiority. Results unveiled that the lateral displacement calculated by p-y curve method is closer to measured displacement than the result calculated by the incremental analysis method for beam on elastic foundation. In addition, the displacement curve obtained by p-y curve method is in line with the actual deformation law of the ditch enclosure structure of deep foundation. Both theory and practice have proved that p-y curve method is rational in calculating the displacement of the ditch enclosure structure of deep foundation.
  • YANG Meng, WANG Jian-lei, SONG Ying-jun, WANG Tao
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 106-110. https://doi.org/10.11988/ckyyb.20170786
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    As a new type of reinforced retaining structure, retaining wall constructed with geobags has been widely used in a variety of engineering fields, such as water conservancy, communication and construction, which contributes to complex and varied working conditions. The finite element software GTS is used to study the deformation behavior of retaining wall constructed with geobags under different conditions. The simulation results show that slope gradient, height-width ratio, and surface load have great effects on the deformation behavior. Slope gradient determines the shape of deformation and the location of turning point on deformation curve. When slope gradient decreases, the horizontal displacement at the top of retaining wall shrinks rapidly. Lower height-width ratio results in less deformation, and such effect of the decrease of height-width ratio intensifies when slope gradient gets larger. With the increase of surface load, flexural deformation intensifies and the turning point gradually moves upward within a certain range. In conclusion, the deformation shape of retaining wall is determined by slope gradient, while deformation amount is affected by height-width ratio and surface load.
  • LIANG Ruo-chan, ZHANG Xin-gui, TAN Kang-hao, LI Fang-hua
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 111-115. https://doi.org/10.11988/ckyyb.20170844
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    The sunny and shady slope effect exerts significant impact on the construction quality and operation and maintenance of road engineering in cold regions. Coating the embankment surface with materials of light color or high reflectivity will improve the anti-radiation ability of subgrade slope, intensify the cooling effect of crushed rock layer, and remarkably reduce the received net radiation. An energy absorption model for crushed rock rough surface is established to deduce the relationship between the macro-reflectivity R and the micro-reflectivity r on the surface of rough crushed rock. In association with image processing, the reflectivity of crushed rock layer is estimated by obtaining the area of crushed rock and cavities. Furthermore, the reliability of the established model is verified by measured data. Analysis on model parameters reveals that reducing the roughness of rock surface and the ground clearance degree are conducive to improving the reflectivity of the whole crushed rock layer. Roughness of crushed rock severely inhibits the improvement of macro-reflectivity R. In addition, the selection of coating material should be depended on the roughness, and we recommend the reflectivity of coating between 0.4-0.6.
  • MU Rui,PU Shao-yun,HUANG Zhi-hong,DAI Zi-ran,CHEN Jun-sheng,LIU Yi-hong
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 116-121. https://doi.org/10.11988/ckyyb.20170871
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    According to in-situ self-balancing static loading test of uplift pile in moderately weathered rock, a FLAC3D numerical analysis model of rock-socketed uplift pile is established based on reasonable rock mechanics parameters and test data together with the geological condition of the project. By using this model, three uplift piles undergone self-balancing test until failure were simulated to determine the ultimate bearing capacity of each pile and to further examine the influence of rock socket depth on the ultimate bearing capacity of uplift pile and the variations of lateral resistance and axial force of pile with external load. Results demonstrate that: (1) The shear modulus and volumetric modulus of rock should be reduced by 1/10 of test values when building a rational numerical model. (2) The ultimate bearing capacity of rock-socketed uplift pile is mainly affected by the socketed depth of rock. Under the same condition, the ultimate bearing capacity of rock-socketed uplift pile increases with the socketed depth of rock and the length of pile, and the rock-socketed depth of pile should not be too small. (3) With the increase of rock-socketed depth, the side resistance of pile increases first and then decreases, and the middle resistance of pile contributes the most remarkably to the ultimate bearing capacity. (4) The diameter of uplift pile has size effect on ultimate bearing capacity.
  • XIE Song-lin, WANG Qi-cai, DAI Jin-peng, WANG Yun-tian, GUO Yu-zhu, YU Xiao-long
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 122-126. https://doi.org/10.11988/ckyyb.20170851
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    In view of the actual situation in northwest China, we examined the sulfate corrosion resistance of cement mortar under the combined action of low temperature and dry wet cycles. We determined 0.50 and 0.36 as the water cement ratio of test cement mortar specimens; at each water cement ratio, we prepared four groups of mortar specimens with different binding materials: ordinary Portland cement, medium anti sulfate Portland cement, ordinary Portland cement dosed with 15% slag and 1% silica fume, and ordinary Portland cement dosed with 15% slag and 3% silica fume. The results are concluded as follows: under the combined action of low temperature and dry wet cycles, the degradation of cement mortar is mainly induced by the crystallization of sodium sulfate, with very slow chemical corrosion. Cutting the water cement ratio could remarkably improve the performance of cement mortar against sulfate attack. Anti sulfate Portland cement could enhance the corrosion resistance to a certain extent. Moreover, adding slag and silica fume would ameliorate the corrosion resistance of mortar with low water cement ratio, and vise versa. The results offer reference for constructions in the regions under combined action of low temperature and dry wet cycles.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • LIAO Wan-rong,ZHANG Gui-jin,XIAO Tong,FAN Ming,CHEN An-zhong,JIANG Huang-bin
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 127-131. https://doi.org/10.11988/ckyyb.20170907
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    Due to the complexity of environment, hydraulic concrete buildings are generally subject to underwater cracking damage and other hazards. The key to underwater repair of such hazards, which could keep the hydraulic structures from disturbance, is to select appropriate repair materials. To this end, a novel type of epoxy mortar suitable for underwater concrete repair is developed, and the main mechanical properties and main influencing factors are studied via experiment. Results demonstrate that the 3-day compressive strength of the proposed epoxy mortar is over 60 MPa. When the ratio of glue to solid is 1∶2.5, the bonding strength of underwater-poured epoxy mortar reaches the maximum, more than 3.0 MPa; when the glue-solid ratio is 1∶3.5, the epoxy mortar’s anti-abrasion strength (obtained by underwater steel ball method) amounts to 847.8 h/(kg/m2), which is the maximum. Performance test together with practical engineering application proves that the proposed epoxy mortar is of high compressive strength, large underwater bonding (with cement mortar) strength and good anti-abrasion effect, and is able to work with old concrete. In specific engineering, appropriate glue-solid ratio and related construction parameters should be selected carefully depending on different types of hazards.
  • ZHAO Kun-peng, HUANG Yue-wen, LIU Hua-bei, ZOU Yan
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 132-138. https://doi.org/10.11988/ckyyb.20170877
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    Many caisson walls are subjected to the sudden drawdown of water level in front of the structures due to tide, flood, and reservoir discharge, and the stability of caisson walls under such conditions has been an important issue in hydraulic and harbor engineering. However, present understanding on the relationship between stability and water level drawdown is still not clear, which causes some hidden safety issues in the design of such structures. In this study, this problem is investigated through model testing, numerical simulation and theoretical analysis. Two large-scale wall models were tested, based on which a numerical procedure was validated. The numerical procedure was then employed to analyze the pore water pressure in the backfill. The dynamic pore water pressure was finally used to analyze the stability of caisson walls on highly permeable foundations. It was found that the stability of the structure decreased and then increased with the drawdown of water level in the presence of varying discharging rate and backfill permeability, and the smallest factor of safety was found when the front water level was at 3/5-3/4 of the wall height. The minimum factors of safety against overturning and sliding in designed condition of rapid water level drawdown are larger than those under other conditions. Stability was largely under the combined effect of dynamic water pressure, earth pressure and the effective weight of the retaining wall, and the most unstable moment did not match the moment with the largest water level difference.
  • HYDRAULIC STRUCTURE AND MATERIAL
  • LI Gen,WANG Xue-zhi,ZHANG Xiao-fei,CHEN Yi-qin,HU Ke-xin,LI Chun-rui
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 139-143. https://doi.org/10.11988/ckyyb.20170811
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    The influence of age on Double-K fracture parameters of roller-compacted concrete (RCC) was investigated via fracture test on eighteen RCC wedge splitting specimens at different ages (28 d, 60 d, and 90 d). The effective crack length, initial fracture toughness and unstable fracture toughness of the RCC specimens of different ages were acquired. Results revealed that with the growth of age, the critical pressure for initial cracking and critical pressure for instability both expanded, and the ratio of critical pressure for initial cracking to critical pressure for instability also increased. With the age increasing from 28 d to 90 d, initial cracking toughness KiniIC and unstable cracking toughness KunIC climbed by 0.216 0 MPa·m1/2 and 0.292 2 MPa·m1/2, respectively; the ratio of KiniIC to KunIC maintained between 0.5 and 0.6 in general. Effective critical cracking length and subcritical crack extension both changed in a negative relation with age, implying that smaller age results in better toughness of specimens.
  • INSTRUMENTATION DEVELOPMENT AND TESTING TECHNIQUES
  • WANG Jian-ning, DOU Yuan-ming, WEI Ming, ZHU Xu-xi, DUAN Zhi-hui, TIAN Gui-zhou
    Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 144-150. https://doi.org/10.11988/ckyyb.20170657
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    The seismic responses of metro shield tunnel in soft soil area were analyzed by using finite-infinite element coupled analysis model. The acceleration responses, the displacement responses and the law of dynamic strain of soil-metro shield tunnel system were studied. According to the influential factors and characteristics of soil-metro structure’s seismic responses, the layout principle of sensors was summarized, which defined the location of the observation section and the main observation indexes of shield tunnel structure in shaking table test. Results unveiled that the high-frequency component of seismic waves were filtered and the low-frequency component were amplified by foundation soil. The acceleration amplification factor of foundation was related with buried depth and seismic waveform. The maximal seismic stress responses of tunnel structure were located in an angle of 30° to the top and the bottom of tunnel which can be considered as the key points of strain measurement. The acceleration responses and dynamic pressures between structure and soil varied with height, hence the dynamic differences and variations of each point can be measured by arranging sensors at different heights of the structure. At the end of the structure, the end restraint effect on observation section 0.26D(D represents the structure width) away from the end of the structure reached 13.58%, which is about 3 times that 1D from the end. Therefore, the main and auxiliary observation sections should be at least 1D away from the end of the structure. The proposed measurement scheme in this paper guaranteed the data collection in shaking table test of metro shield tunnel and provided a reference for other model tests of underground structures.